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HomeMy WebLinkAboutPermit D98-0003 - PARKWAY SUPERCENTER - MANAGEMENT OFFICECity of Tukwila L Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: 17500 SOUTHCENTER PY Suite No: Location: Category: NOFF Type: DEVPERM Zoning: TUC Const Type: TRAILOR Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes N Streams: Contractor License No::.,SIERRCC145N8 OCCUPANT PARKWAY SUPERGENTER MNGMT OFFICE 17500 SOUTHCENTER PY, TUKWILA WA 98188 OWNER PACIFIC NORTHWEST GROUP A C/O GEORGE MCELROY ASSOC INC, 3131 S VAUGHN WY STE.2 : 04, AURORA C CONTACT ANN KLEIN Phone: 206-575-8090 17900 SOUTHCENTER PY #279, TUKWILA WA 98188 CONTRACTOR SIERRA CONSTRUCTION CO INC.. Phone : 206 -3797 16715 N.E. 79TH STREET, REDMOND, WA 98052 k******************** Pr****** *** *******ikeF**9r7Y* k*yY******yk** * *** *yl * *ylr*ik*** *** * * * ** * * *** Permit Description: TEMPORARY OFFICE STRUCTURE TO BE USED DURING DEMOLITION, CONST.,:LEASING, AND GRAND OPENING PHASES FOR PROPERTY MANAGEMENT PURPOSES. k************************************* * * * * * * * * * * * ** * *, * * * * * * * * * * * * ** Construction Valuation: $ 2,.000.00 PUBLIC WORKS PERMITS: *( Water Meter Permits Listed Separate) Eng.'Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No Size(in) .00 Flood Control Zone: Hauling: Start Time End Time: Land Altering: . Cut: Fill:" Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm. Drainage: Street Use: Water Main Extension: Private: Public: k**************************************************** * ** * * ** * *** * * * * ** *"k * * ** * * * TOTAL DEVELOPMENT PERMIT FEES: $ 169.46 k********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:__ Print Name: DEVELOPMENT PERMIT Date: _ 2. 0 Permit No: Status: Issued: Expires: (206) 431 -3670 D98 -0003 ISSUED 02/20/1998 08/19/1998 Occupancy: UBC: 1994 Fire Protection: EXTINGUISHERS Date: 6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. #.. r t Adr ass 1.7500 • • SIIUTHCENTER P.Y Perm i t No 098 0003 • Sir'i to f • • Tenant •r Status ISSUED` Type; DEVPERM Applied 01/08/.1998 • • Parcel ., . Iss.u,ed.. 02/20/1998. . * *k *�I k •k *k ck4 *•kk.,44.* ** t** * * * * * k * * * * * k k * * * * * * ** * *** *•k * :lc * ***•kk **•k. *}k * ***. * *** *,. • • P,ermit,`Condi,tions:: Temp;orary :e rosion :control measures shall be implemented as the f irst order of bus .to pr vent sedimentation off -t, i sie or into ex-i at.zng-.s_ ; t,o r 1i ;.t draina : f.ac.ilitiea. The site shal ti�rve °pet�nia e i•oei ' o rr�, measures An p lace : :as soon •as pons i.b l,eilaftei' final yr a+dil'gg has been uompl ated,� n d` "p r •io , Ito "4 the Final Insp ection` 4 • ♦ � +" . 7P✓' ` yr. i . 1 . s , ♦ ! .� Prior t ,nfov i ng � fut t h h e 'b u,.1°d i ng on site, ^a copy 01 the. WSDOT I o'vi ng ; p�ei ^rni t,1 :ro map and proposed' moving g scared« 1 e • shall l e to the Csz ` ' Dev'e 1oprnen /Pernn Enq far; - a 1 t i on 'NCI MOVING ACS I TY SHALL` BE C0ME1ENCED''UNTIL IS, TH'VALID TION HAS `BEE14,1F0RMALLY RECE ! R . •TJ1E =° MOV,ER. • i1;, CaNTACTEra THE D ENGINEER 'AT 4 a3' 017,-9 TO. VERIFY ;THE �AME. If a WSDfT' pe t h as rid 3K been a ove'ci fo t he niov a City permit wi l 1 need t be a '�l ze:d •APPLICANr ,SHALL CONNECT ' °'WATER SERVICE 'DOWNSREAM i X1�,TI`Nfa wATER ME:T,ER, " , I c a �t No changes w,i l l., b made s to the 011 649 un less appr ov'e b ;the rl g ,Ar h tect: or~• Engineir , and. `'tire Tu wi 1a,,,,Buildi DiV1 J tx , Plumbijag ; perrnits sha l ' f; e ob,tai;ned through th Seattle .ti ''irg':. r Depar Men t - .)o,t Puh` Hea=lth. Plumbing soil 1 bed nspe'cted- by that a envy, including ,a gas piping 296 4222) . , r >, x l perm its shall be ; `obtai rie`d' ''through the was hirrg i to n,> zti. tate "ivisitin of Labor and il.ndus:tries.,and a 1 1 e r lc z l, wo :rk'` fl 1 ;be inspected by tha t2.4. t tiger cy. 8 &3(1) . � y ,s Al{ , per ts inspection recii'rds, and \d'Op0 veil • pla chi avai l.ab i e .a t the job site pr i er^ ,•t'a . the . start . of any col 'st rct ion These :doCU ments =ar•e G'o be ma an y#g v ai1 • able, unti 1�tf 1,na1 inspection approval ; Vs - granted. Al 1 construction to be done, in cconformance With approved plans `ant .requ of' :i rem.ents the e Unifarm Building .Corte (1994 Edition` >. a . anrended,. Un) ` f,or.m;;'Mechanica1 Code ,:0',04 Edition)., and Washington State Energy 034Q Edition): 10:. Validity of''Per�moi.t. The ,issiaance ^'of a approval of plans, specif ica'tA .and camputat f oils,:; hal 1 not be con- strued to be a per mlt fora orq an _appr^ oval of any violation: of any of the prov s i ons" of tale-66.1 i d i n g code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11. There shall be no occupancy of the .buil ding( s) until the final inspection has been completed by the Tukwila Building Inspector. •+.a ✓taaun Project Name/Tenant: Parkway Supercenter Management Office Value of Construction: 2,000.00 Site Address: City State /Zip: 17500 Southcenter Parkway Tukwila, WA 98188 Tax Parcel Number 262304 - 9110 -67 Property Owner: MBK Northwest Phone: (503) 691 -9500 Street Address: City State /Zip: 7690 Southwest Mohawk St. Tualatin, OR 97062 Fax #: (503) 684 -7272 Contractor: Sierra Construction Company Pone: (425) 885 -3797 Street Address: City State /Zip: 16715 NE 79th Street Redmond, WA 98052 -4425 Fax #: (425) 885 -4330 Architect: N/A Phone: Street Address: City State/Zip: Fax #: Engineer: N/A Phone: Street Address: City State /Zip: Fax #: Contact Person: Ann F. Klein - Trammell Crow Company Pone: (206) 575 -8090 Street Address: City State /Zip: 17900 Southcenter Pkwy. #279 Tukwila, WA 98188 Fax #: (206) 575 -4140 Description of work to be done: Temporary office structure to be used during demolition, const., leasing, and grand opening phases for property management purposes. Existing use: L Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel Cl Office ❑ Other ❑ Church ❑ Manufacturing ❑ School /College /University Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ® Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes El no f If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ;I other (specify) extinguishers Building Square Feet: existing 1,056 new I Area of Construction: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes ® no quantities & Material Safety Data Sheets Perm4Numbe6 �/ CITY OF r'IKWILA Permit Center (.... 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Application will not be accepted through the mall or facsimile. NCPERM/T.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS >SITEICIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by. the Public, Works' Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application acc i p : Date application expires: Am!' do ken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW(IE OR AUTHORIZED AGENT: Signature: f a 1"" Date Print name: Phone: I Fax #: Address: City /State /Zip: ALL NEW COMMERCIAL/ADDITION /MUL D airwiwirst ST AMW) BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. .4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Roviow (Form H -0). Vicinity Map showing location of site Building Elevations (Include dimensions of all building facades and major architectural elements) Mechanical Drawings Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) Architectural drawings Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered archltect/epgineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permlt.wlll be required as part of this submittal. . NCPE1 M1T.DOC 1 /29/97 AMILY PERMIT APPLICATIONS MUST SUBMITTED WITH THE FOLLOWING: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. , sr. • , •J,1- nre v,T,7‘477 ° ; i • • , fe * 41' 1Vjgda . - • •: A'-k'•-,Y4clic•••7/5TT:h*7, `.••••:'4`::.: ,.-,• .. ' ..:•••••: - ,; : : :'.-1 . . p. A 1+1.., t■trT;:::':'2,'=',/:,'„......: • . ,: 'i.',:..";-....- " ..:.. ..., ,..: . ' '' '''' . •:is 4' . .1r.`: - .1•";:=. - ,,,, .. ti'' F' :: '1 'ISA 141 l'.:Rs:::',.;'.I1 ..• . . .0 , / :,-."4 4 1,.• , ,iy, , , . ,.:.;,..,.:„ .,....._:_.„ 3:4 08 /..,. 8 . ,. 3. ,,,,, .:'...C1 T J 0 .";:'''..." - '. - i , • :- - ' .. -..- ',. .•:,k:44.4 4 ),T. , r . :' ,. .:7. ,'= - ..!.: .: • : ', ' .. ' -, - , :, . -:...::.,... 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' :''. • ': -. 000/345..830 ; ' PLAN CHECI; NO141IES' . • • , - . • : . : INSPECTION NO. ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Address: l� xY � l Special instructions: fc r Type of inspe . n: • Date calla .. _qp 'c 10 • Date wanted: a.m. a -as _8 Requester: C ' ,�' / Phone No IX,kproved perappllicable codes. COMMENTS: Inspector: Date: 2, / /!/ /l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: �('' ?1�1.iu7.i��e:5!�:CH/ ^ wrY, � •.M!#wpKri'7L•:t:.A�:tx.'- �F�i:a INSPECTION RECOR Retain a copy with per i7i. •�'d4fvt:�. n `ha... A r ,. n • Corrections required prior to approval. Date: b98-oco PERMIT NO. (206) 431-3670 »•.- .n. .v IT NO. INSPECTION NO. `CITY OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd:, #100, Tukwila, WA 98188 Project: Address: fiery Special instructions: Type of inspection: Date called: Date want ed: a.m. p.m. Requester: Phone No.: 11 Approved per applicable codes. INSPECTION'' RECOR Retain a copy with per Corrections required prior to approval.. COMMENTS: (206 -431 -3670 Inspector: LJ Date: 740r, $42.00 REINSPECZION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECOFIlr Retain a copy with pert INSPECTION NO - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $42.0 EINSPE TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection, Vrtinft.tiLkit.4.c.:&•0'r ,r6-6LtA PERMIT NO. (206) 431-3670 Receipt No.: Date: • TlaititmonsFmersztossaretepaememeamedreissztompintimisampsonavammiammeads7. Address: Special instructions: Approved per applicable codes. Type of insp Date calle .ct • n: OH" Date wanted: Requester: Phone No.: Corrections required prior to:approval COMMENTS: INSPECTION RECORIn Retain a copy witlipenitte INSPECTION NO CITY-OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 9818 Address: ,... Sp ig instructions: Type of inspectio • Date called: Date wanted: 2- - 2- 1 7 • • Requester: Phone No.: ,COMMENTS: )) 041-eol ri4.7 L 2- Alia iiriq CA-,-)7eof Date: 2_.2 % 3 Approved per applicable codes. 096-a5o3 • PERMIT NO. (206) 431-3670 Corrections required prior to approval. $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: INS CITY OF TUKWILA BUILDING DIVISION -. 6300 Southcenter :. Blvd., #100, Tukwila, WA 9818 Address: (75 Special instructions: Type of inspection Date called: ey g Date wanted: Requester: 1 Phone 6 (off /OS - j *Approved per, applicable codes. COMMENTS: I L � FT $42. R INSPrCTI N FEE tE UIRED. Prior to 'inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: 624..11 'Y asa: t. - - +r..w 11151 .1}41:1.:. , 13,1r:.4 . Sx e .�,.�___ PERMIT NO. Pcict( 612)3 _ 1206) 31 -3670 Corrections required prior to approval. Date: Vecti ltudt, S tetidd - i h rz j u Ttai icp of inspestiom 1 r - ,,LA-..--4 iS Lo e 6 HZ,/ e i V S/24eIte Address. i , i nc-)C.) , 4,tackAlefe, TY Date called: -At Special instructions: Date wanted: 3 1 Cal_n P.m. Requester: - 0 I .,‘....r./..- C 4,....) .-7-ez-ied Iv An a /i-7 M-e...e.t._ e.): Phone No.: L1,95 1.6114/7: tpi elefr C I ..' A7 — COMMENTS: i ) Goo , ... a ro i. A ef 64/ cor., . 4,d, .#. i piln/--e t4eA7 30" 4,661e-Ae.- iS Lo e 6 HZ,/ e i V S/24eIte et,f7/7i, ' . .4 ' ..../ J/ v 1 'r 40 „o GI -At a /e....e- , 1.4.1 C 4,....) .-7-ez-ied Iv An a /i-7 M-e...e.t._ e.): ()=-2.e. A-A o 1, , Z4.0 / // 1,9e7 . 1.6114/7: tpi elefr C I ..' A7 — /4 t-ItA 775 41 rtA L 5P/ 41-71 s/-- Inspector: . ate: INSPECTION RECORI;) Retain a copy with per INSPECTION NO. r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t .7'. Aiitt:Nt,t D9'8- oe.o3 PERMIT NO. (206) 431-3670 Approved per applicable codes. L Corrections required prior to El $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, I fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsdection. Receipt No.: Date: 1 Fire Department T Keefe, Rre Chief Retain current inspection schedule Needs shift inspection .I;.:.�'.;t:'.Jt:•• •:.:; 1 axb'.:.,,...: iGf ¢'.:.�Ux:;e�`�;s1.G:ri:a.'r'. Permit No Proj Name )+A(N. y Sine C Ct Y. r c r, F OC:cl (._e Address A 7) Soo \t‘ C Qor\ Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: ( 9. Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 2J 2.4t 1 Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park Bast • Tukwila, Washington 98188 • Phone: (206) 5754404 • . Fax' (206) 57$4439 15 F±. WIDE U71U - ENT ter_ X 5 AS PER REC. • r 70517 REC. I -7" 300453 87 � — —25.2 v X 1ti 1. 25.3 A cEC. 72063300049 r 25.2 r' — `— X L, �_ • vaH 29.4 -- STORM CB RIM =26_2 - -- - i BUT •4u =26.5 24.E '-i IE=1C.7 35'N ..28. &- . _.-'._1E�18.9 --- x 9 5 29" 1. ,f 1 STdRM C8 I RIPA 24.4 24.7 I IEa 7 E x I L .+� . _ - 25.5 co 24 '�ECEIVED CITY OF TUKWILA 25.7 FEB 1 2 1198 PER I* CENTER V. v 25.2 23. ligletridlear 25.9 x C8 Z5.3 26.2 26. X v. e` SD- ROOF ; {- The GSD-2448. Designer Suite 24 12' Hag'. Bath 12' Coffee Bar ." with sink J� Wood. "Bi•Foid" / Closet Doors Closer, with Overhead Sheaf PRIVATE OFFICE _�,�Closet Shelf A Porch 20' DISPLAY AREA Do :thie. French -sr: ie Doors shipping walls and piavic sheathing at mateline, during transportation Recessed Entry 12' PRIVATE OFFICE PLe- Qn ' R,�JI PRIVATE OFFICE 4' De-Mountable Towing Assembly 12" JR I -beam outrigger chassis frame 2 "x6" floor joists. 16" O.C. 5/8" floor decking 3 -1/2" R -I1 floor insulation Commercial -grade carpeting 2 "x4" wail scuds. 16" O.C. 3 -1t2" R -11 wall insulation Pretinished. vinyl -clad wall covering Nineteen 120V electrical outlets Electric water heater Nine 24 "x53" vertical slider windows STANDARD FEATURES Two central hear 3 air conditioning units Plenum wall. for !-VAC noise reduction Coffee bar with steel sink. 48' counter, and storage cares Decorator wood siding. with matching wood trim Storage closet with wooden. "13 i-Fold" sliding doors Extra storage closet adjacent to half -bath Recessed front a nt-; , with porch Double 36 "x80" French -type exterior door. with keyed lock s.:d dead bolt One 36 "x80" standard exterior door Two 36 "x30" F ench -type interior doors Two 36 "x80" standard interior doors Fifteen twin -cube recessed diffused fluorescent lights Preunisbed gypsumboard ceiling. 8' bigE 14 adjustable ceatlair diffusers in ceiling 6" R -19 ceding insulation Decorative mansard -style roof Galvanized steel roofing 1 -1/4" steel exi.nor tie -down scraps RECEtveu CITY OF TUKWILA FEB 1 1998 PERMIT CENTER • ...• • • , . • .0*.i.emoAftat 01/29/1998 10:50 8725712 -`, • • . unDFL NO MILLI (5/8"&314 MI22 (5/8'&3/4") MRA MI2H64 (59250) ML (59292) • ,TAN 2 Plci:4 _.... __ VERTICAL PULL-OUT LN MOIST SILTY CLAY. TEST PROBE TORQUE VALUE BETWEEN 200-349 INCH POUNDS. • • DESCRIM04.? OF TEST %. • - • TIE DOWN ENGINEERING INDEPENDENT TESTING RESULTS VERTICAL PULL-OUT IN SILTY SAND AND GRAVEL 3,733# . 9/15/92 TEST PROBE TORQUE VALUE 550 INCH POUNDS (AVG.) , AND MORE- • • ■ I VERTICAL PULL-Oirf LN LABORATORY FIXTURES 5,567# 3/2/93 FOR SIMULATION. UNCONFIRMED ROCK WAS NOT AVAILABLE. . MICS2 VERTICAL PULL-01 IN 2500 PSI CURED 5,200# CONCRETE. TEST STOPPED AT 5,200 POUNDS. MIJ2 VERTICAL PULL-OUT IN 2500 PSI CURED 5,200# CONCRETE. TEST STOPPED AT 5,200 POUNDS. I : MIT2 VERTICAL PULL-OTT IN 2.500 PSI CURED 5,200# CONCRETE. TEST STOPPED AT 5,200 POUNDS. VERTICAL PULL-OtT IN SILTY CLAY. TEST PROBE TORQUE VALUE BETWEEN 200-340 INCH POUNDS 45 DEGREE PULL ON STABILIZER PLATE IN Sa.TY CLAY. TEST PROBE TORQUE VALUE BETWEEN 200-349 LNICH POUNDS- NOTE: ALL ABOVE TESTS WERE CONDUCTED BY ATEC ASSOCIATES, ,IRODUCT TESTING, INC. AND GALLET & ASSDCIATES: THE INDIVIDUAL TEST EESULTS WILL BE MADE AVAILABLE UPON REQUEST. PLEASE FORWARD YOUR REQUEST FOR THIS INFORMATION TO: . , i . TIE DOWN ENGINEERING 15901 WHEATON DRIVE ATLANTA, GEORGIA 30336 • ULTLVATE STRENGTH • 6,133# 9/15/92 (AVG.) 5,200# 6,067# , 8/5/92 (AVG.) TEST DATE 3/24/94 3/30/94 3/30/94 10/6/93 POMP M4 (71. WA oirctrfrsott o 1-&2 L1thb0N5 tie dowr engineering. Inc, yov.....c..... . &MINS GIMOPII auu . pm MOM. MIAP12., 4 igse, ittistoti v FAD COLT CeTA1LS OB. IllY 1 CA. •Y• VI. tiOACSI il C . Mat6AINVI 04 ICAII Norie 01. H I : AA14 P-201 . ti 01/29/1998 10:50 8725712 TENSION ,TiPICAL Cti ALL AliC140h moats 1 9 4 IP-14510H geAD5 JAN 29 '98 09:46 0 cc1/4 -coN 1EtST LT VSLOT(055 VIM) fijo s(til ) ACO tAP TENStOti EMT !k • TENSION bOLT- rt.AH INSTALLATION 1101 tOL11r‘Af' TO 1UPNAP AfNOUPID COLT AT LEAST 5 ra..v.run-ts t01"-te FINAL 'TENSIONING. sours (MODEL, rse; : APE V-11 x2 te 9Sati4RE. H rn, HEX YEAD, 4 ziric PLATED (Tye) waf • NOT— PAGE 05 Teti5ION COLTS (mot im 15I55) AIN!: Nt, - x 2 ki 1-1CY u/SQUANE N (Z PLATED) htSiT5. - "rcM51Cri DOLT LAbELt:D < fOh Ftzvamt ATTActimet-rr 0 TEKSION ItOLT LtZe U. ED 40. FOP) veKriCALTEMNON. 8725712 PAGE,05 LYS. OATl 0 $ C*I?IlON a s, e,-1-62. Z. tie 11111 C ALVAN(Z down end itneering, Inc. PN DFL M5.(.p7O _ L, STRAP , OS. 111' i''l. NOAC►'' CX. IV. C. A tad-At:Wt44 {CALI 011. No /4 iP -3O. 01/29/1998 10:50 8725712 PROPOSE 4225.1 (formeriy(NSI A119.3) Manufactured Home Installations 3.3.4 TIES • Strapping or other approved methods or material shall be iised for ties. All ties shall be fastened to ;ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices supplied with the ground ar.chor. (a) Tie material shall be papable of resisting an allowable working load of 3,150 lbs. (1,439 kg.) with no More than 2% elongation and shall withstand a 50% overload (4,725 lbs. or 2,143 kg. total). Ties shall comply with th 3 weathering re- quirements of 3-3.8.1. (b) Ties shall connect the ground anchor and the main struct+lral steel frame that runs lengthwise under the manufactured home. Ties shat; not connect to the steal outrigger beams which fasten to and intersect the' main structural frame unless specifically stated.in the manufacturer's installation Instructions. 3-3.8.1 RESISTANCE TO WEATHERING DETERIORATION • AU anchoriniI equipment ex- posed to weathering shaft have a resistance to weather deter! gyration at least equivilent to that provided by a coating of zinc on sleet of not; less than .0625 oz. /sq. ft. (0.19 kg./sq. meter) on each side of the surface coated, a; determined by ASTM STANDARD METH ID OF TEST FOR WEIGHT OF COAT NG FOR ZINC• COATED (GALVANIZED) ION OR STEEL. ARTICLES (ASTM A90.69). Note: Slit or cut edges of zinc coated steel strapping do not heed to be zinc coated. 3.3.8 ANCHORING EQUIPMENT • All anchoring equipment shall be Ilited and labeled as being capable of meeti�g all requirements of this section. Note: In the absence of the enforcement of "listing and labeling ", It is recom- mended by leading manufacturers that traceability can be suitably achieved through indelibly marking the steel strapping every twelve inches; This identifica- tion should bear the.manufacturer's name and the specification jo which it com- plies. MAP1'fit .P et/V. hY 12" '(lE 0JM e►kiGINE;E.4,,.4, r_F:C ~IFIEDIDANSI Aug., tG. Bee:. 9- 5781.4 • TAN 24 'qR P4:4A A72S712 PA= Ac, PAGE 06 PI lTl. OATS 1 011011►T10N $ - 1'32 1I V1 11ONS tie dovi'n engineering. Inc. bid *ream Cr • •••CM•l1] [HILl / LA111T l ME TES 0l. SY j 1'1 AOACe• 1 [ t. CS. ■ C. /Ana NAf MO4 'CAS I e. O eAtvANlZer) emArp1NG : CONTIFIED TO L.S1 A119.1 035'M114,x 1 .lix r T I e pf"t)N O'NE M�LGP Its AS PEN OI.LD�) 1NG • CEh 9 TO ANGT 119.1 = moOdt., L1T 6 1.100th AND MODEL - 151)7 6t..eft.0 ARC ZINC •A•TEO reh CONnVNCit PE515TANGM. JAN 29 '98 09:47 4. 8725712 PAGE.07 _ .Arl 1,1111111 H 1...1 +-I ......... z:. ,.. b _ 3 9 4 Qresir ..... ... ••• .\ _sr r1 ..t6 \ \ \ \ \ \ \ \ \ \ \ \ .,-- L ti 1 t , nal \ \ \ \ \ \ \ \ :: 1$ t 1 k...„ ..a • 1 1 1 1 1 1 I I 1 I I I I I flutr.11 I I I I I IITI , 1 t t ..14.1...b.44.L .... 1.6..1 ...... ■■ 710 1 l 1 .• 1 •-• - ....,.! t.- -1 i (., I i 1.. - .-- L c., 1 ,.._, ..... ....._ ,..-- ... i \ ..... \ \ k i t t t 1 i 1 — - \ r .:....: 1 - -. '—.. ,.. .... t I I 1 itigtaft to ,...1-1....L.L,Lti 1 k (Ak ..... .. '.... ::. 1 i ::. ...„ .. / 1 i ..t- 1:1$5 — • -' - V -" ‘ :•'-' -1- .— 4 _ •.. 1 '•- 1 t - i::'. 4 1; w IL_ • ■ ." „, , If ,.. c ......3. i ....J. ,.........,,,..,..............,..,..........,...., . ' • i , 4..1 1 1 k. \ .. \ - 17 1 ',"•27 , ;.,t;. 4 7' 1 r ... .... - ,... ... 1 I 4...:. \ \ .„ \ . •-..,... 1 N . \ \ ...•\ :S• t ” ' t k 4 , Ic.‘ 1 i>''? , lieCEIVE •• I r•-•-• . • "C117 / i . .e•' r ,. 1 . .„ ••• / \ \ l % \ \ N \ k • v). " ...! • • •• . , N, ) ),, \ . . . .,„ ..a‘ ..., , I 1 1 ,,• N " .., s.,...1... , .,.., .■ ..1 .... • ,, ). It \\\\ . \ MI�ENTE. % \ '. . RERMIT-OENTER- ' '1 PARKWAY PLAZA NORTH 1 1 1 1 A1/4_ ti X a* 8‘11. *\Aece a id's..•! Y • e ti . ` ,--/ . - w •Th c•••■ LUNG 7 040 of nrr EXISTING SITE PLAN ePORTMART e0 u SILO • r E N "°4 Proposed Trailer Location PARCEL i RECEIVED CITY OF TUKWILA 1111111IIll'UIIlIiI1111111 L \ \ \ \ \ \ \ \ \ \\ \ \ \ \ l \ \ \ \ \\ \ 111111111tlllltt;l MN W U UWd t -- 1 a a>. t i Y CEIV -D F TU ILA PERMIT CE TAR • • G The GS Designer Suite 1 24' 12' Half - Bath 12' Coffee Bar, with sink Closet, with Overhead Shelf PRIVATE OFFICE 12" JR I -beam outrigger chassis frame 2 "x6" floor joists, 16" O.C. 5/8" floor decking 3-1/2"11-11 floor insulation Commercial -grade carpeting 2 "x4" wall studs, 16" O.C. 3 -1/2" R -11 wall insulation Prefinished, vinyl -clad wall covering Nineteen 120V electrical outlets Electric water heater Nine 24 "x53" vertical slider windows 0 Wood, "Bi- Fold" Closet Doors Closet Shelf Double, French -style Doors Porch 44' 20' DISPLAY AREA Recessed Entry STANDARD FEATURES Two central beat & air conditioning units Plenum wall, for HVAC noise reduction Coffee bar with steel sink, 48' counter, and storage cabinets Decorator wood siding, with matching wood trim Storage closet with wooden, "Bi -Fold" sliding doors Extra storage closet adjacent to half -bath Recessed front entry, with porch Double 36 "x80" French -type exterior door, with keyed lock and dead bolt shipping walls and plastic sheathing at mateline, during transportation 12' PRIVATE OFFICE Plenum / Wall PRIVATE OFFICE 4' De- Mountable Towing Assembly One 36 "x80" standard exterior door Two 36 "x80" French -type interior doors Two 36 "x80" standard interior doors Fifteen 4' twin -tube recessed diffused fluorescent lights Prefinished gypsumboard ceiling, 8' high 14 adjustable heat/air diffusers in ceiling 6" R -19 ceiling insulation Decorative mansard -style roof Galvanized steel roofing 1 -1/4" steel exterior tie -down straps RECEIVED CITY OF TUKWIcA PERMIT CENTER -c Ha es, Hire = �uuuuuuuui4 111 EXISTING SITE PLAN • PARKWAY PLAZA NORTH CIARCEL • 4 i • t ‘' /- '■? ; • • N.A.... • • • =USW f--Pttp es■mr Ise GIB .00 RECEIVED CITY OF TUKWILA WA t,1 PERMIT CENTER PARCEL • Proposed Trailer Location (. 111111111111111111 H 1-14-1 1 n \ ft" , REce1:5t \ orp( OF iv ( :\\\\\\\\\\. )4 t - \-V't .. 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WIRY ••• •Y --- I *va 1 1 1 1 1 1 1 1 1 1 1 1 1 1 fltintzt 1 1 i im P:4:4 .... gC„ V \ f / 1(1 0 CL C C The GSD -2448 Designer Suite 7d' 12' Half - Bath 12' Closet, with Overhead Shelf Wood, "Bi- Fold" Closet Doors PRIVATE OFFICE Coffee 0 Bar, with sink Closet Shelf Double, French -style Doors Porch 44 20' DISPLAY AREA Recessed Entry shipping walls and plastic sheathing at mateline, during transportation 12' PRIVATE OFFICE Plenum" lenum / Wall PRIVATE OFFICE 4'- s • De- Mountable Towing Assembly 12" JR I -beam outrigger chassis frame 2 "x6" floor joists, 16" O.C. 5/8" floor decking 3-1/2"A-11 floor insulation Commercial -grade carpeting 2 "x4" wall studs, 16" O.C. 3 -1/2" R -11 wall insulation Prefinished, vinyl -clad wall covering Nineteen 120V electrical outlets Electric water heater Nine 24 "x53" vertical slider windows STANDARD FEATURES Two central heat & air conditioning units Plenum wall, for HVAC noise reduction Coffee bar with steel sink, 48' counter, and storage cabinets Decorator wood siding, with matching wood trim Storage closet with wooden, "13i-Fold" sliding doors Extra storage closet adjacent to half -bath Recessed front entry, with porch Double 36 "x80" French -type exterior door, with keyed lock and dead bolt One 36 "x80" standard exterior door Two 36 "x80" French -type interior doors Two 36 "x80" standard interior doors Fifteen 4' twin -tube recessed diffused fluorescent lights Prefinished gypsumboard ceiling, 8' high 14 adjustable heat/air diffusers in ceiling 6" R -19 ceiling insulation Decorative mansard -style roof Galvanized steel roofing 1 -1/4" steel exterior tie -down straps RECEIVED CITY OF TUKWIIA :\ 4S ,�t 1 +1 PERMIT CENTER • RECEIVED CITY OF TUKWILA PERMIT CENTER 4 MIA 3GIS CINV 1.N0eid •.4 .s. 1711113 : 111 111 7 1 1 11... • III III - I • III CL U.3 z uj 0 • RECEIVED CITY OF TUKWILA PERMIT CENTER RECEIVED CITY OF TUKWILA PERMIT CENTER • • • , i „. 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W 12 13 13 2.1 24 27 30 32 33 3.1 4.1 44 4.7 oef peel Um lad 13 2.0 24 23 32 35 31 43 4.7 Si 33 11 13 11 awes f? s PA COO — lilm ti Saw laaall 20 25 X 35 40 46 30 5S RI M 70 75 LO 25 P1 Reef Lim WA OS 13 1.2 1.4 13 13 23 22 2.4 23 23 3D I2 30 WI lest limo IAN 1.1 13 13 13 2.1 24 23 2S 32 3,4 3.7 31 42 W ri — 2Om pa Sol Beeeq SPIN WW1 20 25 30 35 40 43 50 33 f0 M A 75 So 20 frl lfeef liw lad OS 0.7 OS 13 12 13 13 13 13 13' 2.1 22 2.4 30 Pet Reef liw lad OS 12 12 1.4 13 13 2.0 22 24 25 23 3D 32 h :WWI PS FA IOU — For WWII WO All 1 5 WV. 20 25 39 35 40 46 50• 36 fi, es A 75 m f 20 Pi NW lin lad 05 03 03 03 OS 1.1 12 1.3 1.4 L5 1.7 IA 13 ( 30 NI fleet 1k. laud Os OS 0! 1.1 1.3 1.4 13 1.7 13 23 22 2.4 23 Al -.ii .Z / l t-a 55P J i95 1 555 ► ! 1 WS = ' OOCI = SWfsi AMU �d OOl 1 MINN 959 955 1 551 1 995 559 - - � ('du) (Y oinno s 999 l N 1 1 jil I 555 ! 555 995 Cool PIS awl 559 COO/ tfel 995 COW PM PM 5a5 9E1 ii 3I ii i! 11 ii 11 11 1 2 2 DI ills; I a "i! 11111: ri jut" IR$1! fail in Al -.ii .Z / l t-a Al-.l1 . .z /l f -.a J � i -.Y i%i e -1 hl ,0 r -a .11 e p -ili 1 -1 K H tilt - - � ('du) (Y oinno s l N 1 1 jil I E (i i%i e -.1 a I gg+ 4 4 4 a dr;d RECEIVED CITY OF TUKWILA 3 U 9 PERMIT CENTER L It Ib *Y / 43' 417\\N‘ \/\' .\ /0 SOIL ANCHOR N.T.S. 1:131N30 .1.1Mad IF Lfts NelrE • AMP PLAN ice,. 0 144-t6-11-it .eceNc9. crry „ 3 MA pERMa CE141 9 'rill I 4 g1 2:29. d OlOgi awl '.. II �� � 1- a WA poisNai.1 1r v v' J - a:4V a41 ic.riacrel 4 6-Nied 1�! dW L � C . • voorso WILA cm( OF poRMIT CENT °R • 01/29/1998.'12 :08''' 253- 946- 2132 Susie 501 gunmen Plain 711 Swift Capitol we p 2�D 6/ 753 9075 January 2, 1992 HMC -WA Davidson Truck Tow Duncan C (Rory) Washtock dba 25321 32nd Place 9. Kent, Washington 96032 Dear Motor Carrier: On May 19, 1968, a revised Part 390 of the Federal Motor Carrier Safety Regulations was published In the t'ederal feaister (53 FR 16042). The regulation was effective November 15, 1968. One of the provisions of this revised regulation is the requirement for Marking of Motor Vehicles (49 CFR 390.21) . A copy of this provision is enclosed. The primary purpose of this provision is to assist in properly identifying motor carriers, thereby assuring the submission of accurate data to the Federal Highway Administration (FHNA). If you are operating as a private motor carrier of property in interstate commerce or as an interstate carrier of migrant workers, this regulation requires you to mark all of your "self propelled motor vehicles" (generally straight trucks and truck tractors) in accordance with the enclosed provision. The following U.S. Department of Traniportation number is assigned to the carrier shown above: USDOT 467080 For -hire motor carriers operating in interstate commerce under authority issued by the Interstate Commerce Commission (ICC) are required to display their ICC number. Private carriers must show their USDOT number. If the above carrier location is other than a principal office, for example a terminal or an area office, contact this office at the phone number or address at the top of this letter for further instruction. Thank you for your cooperation in implementing this regulation. Sincerely yours, Iioq;criu a/t Roger A. Kraft State Director ASHINGTON UTILITIES AND TRANSPORTATION COMMISSION 1300 S. Evergreen Perk Drive SW, PO BOX 47250 Olympia, WA 91504 -7250 (360) 753 -3111 WASHTOCx, ;DUNC c DAVIDSON TRUCK .TOW 25321 32ND PL SO KENT, HA. 98032 Pursuant to Me provisions of Chapter 31 RCW. THIS IS TO CERTIFY that authority is ranted to operate as a COMMON.. CARRIER in the transportation of: GENERAL COMMODITIES IN THE STATE OF WASHINGTON EXCLUDING: Household Goods Hazardous Materials Armored Car Service 1TrC Pat 1ST } WASHINGTON UTILITIES AND TRANSPORTATION CONIIV 1 ION By NOTE: A copy of this permit MUST be carried in each vehicle being operated under this authority. • ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 2'll' `I$ COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED I ! APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F rm C&rd Co PLAN REVIEW / ROUTING SLIP oq'3 v0003 DATE FIRE PREVENTION 0 NOT COMPLETE ❑ NOT APPLICABLE ❑ DATE DATE DATE Y atlers P G DMSION 0 COORDINATOR a DUE DATE • 3. 3x98 DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 (Cerdficadoo of occupancy required. ) ACTIVITY NUMBER D98 -0003 PROJECT NAME DEPARTMENT: BUILDING DIVISION • PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE t l COMMENTS ) ��Pr ?� cl e.-1-“I 1 C u (cu 141101„ s hot cL TUES /THURS ROUTING: PLEASE ROUTE Ej NO FURTHER REVIEW REQUIRED Ej ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 1 REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED* El APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP PARKWAY SUPERCENTER MANAGEMENT OFFICE NOT COMPLETE t DY Gt �n G�1 tSYG DATE ( 3 8 DATE DATE DATE 1 -8 -98 FIRE PREVENTION PLANNING DIVISION . a STRUCTURAL 0 PERMIT COORDINATOR El DUE DATE 1 -13 -98 NOT APPLICABLE El ho-- 1± 2 Say( 4ycko� DUE DATE 1 -27 -98 • DUE DATE (Certifiatioa of occupancy required. ) { • PLAN REVIEW / ROUTING,• SLIP ACTIVITY NUMBER CAI .0003 DATE PROJECT NAME POI %Wahl SUPerCIPA DEPARTMENT: at le" BUILDING DIVISION FIRE PREVENTION 111 PLANNING DIVISION ❑ PUBLIC WORKS L STRUCTURAL ❑ PERMIT COORDINATOR ❑ F 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 2 �$ COMPLETE ❑ COMMENTS TUES /TIIURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL DATE NOT COMPLETE ❑ NOT APPLICABLE ❑ DATE I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3. 31.911 APPROVED I I APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ Le_ 0 Cta I I L t CORRECTION DETERMINATION: APPROVED ' 1 REVIEWERS INITIAL C:ROUTE -F DATE DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Cerdfica ion of occupancy required. {, REVISION SUBMITTAL DATE: January 29, 1998 CITY OF TUKWILA" Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN CHECK/PERMIT NUMBER: 098 -0003 PROJECT NAME: Parkway Supercenter Management Office PROJECT ADDRESS: 17500 Southcenter Parkway Tukwila, Washington 98188 CONTACT PERSON: Ann F. Klein REVISION SUMMARY: Engineered details for anchors in asphalt with calculations as per City of Tukwila's request in Letter of Incomplete Application, dated January 21, 1998. SHEET NUMBER(S) A.01, A.02, A.03, A.04, A.05 "Cloud" or highlight all areas of revisions and date revisions. PHONE: (206) 575 -8090 a orU IV1S10 RECEIVED CITY OF TUKWILA MO 2 9 PERMIT CENTER SUBMITTED TO: City of Tukwila - Ken Nelsen 3/19/96 REVISION SUBMITTAL DATE: January 29, 1998 \J CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT NAME: Parkway Supercenter Management Office PROJECT ADDRESS: 17500 Southcenter Parkway Tukwila, Washington 98188 CONTACT PERSON: Ann F. Klein REVISION SUMMARY: Engineered details for anchors in asphalt with calculations as per City of Tukwila's request in Letter of Incomplete Application, dated January 21, 1998. SHEET NUMBER(S) A.01, A.02, A.03, A.04, A.05 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY City of Tukwila - Ken Nelsen PLAN CHECK/PERMIT NUMBER: 098-0003 PHONE: (206) 575 -8090 302 9 1998 RECEIVED CITY OF TUKWILA PERMIT CENTER 3/19/96 29,'199 Mr Ken Nelsen D epartment of Community Developmen 6300 Southcenter Boulevard T ukwila, Washington 98188 Revision Submittal Parkway Supercenter Management Offic The purpose of this letter is to follow -up on our conversation this morning regarding the City o T ukwila's letter dated January 21, `.1998. As per your instructions I have enclosed the following items: Revision Submittal Form. A letter of explanation from GE Capital Modular Space. Engineering drawings and calculations. I' sincerely appreciate your assistance in addressing this revision at your earliest convenience. you have any additional questions or concerns please call me at (206) 575 - 8090. Sincerely, TRAMMELL CROW COMPANY Enclosure cc: Ann Klein Eric M. Ragde Operations Manager 17900 Southcenter Parkway Suite 279 Tukwila, Washington 98188 206 -575 -8090 Re: Parkway Supercenter Manager Southcenter.Parkway January 14, 1998 .Dear The attached set of building plans have been reviewed.by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57544139 City of Tukwila Fire Department Page number. Maintain fire extinguisher coverage throughout. 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.... Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) Local U.L. central station supervision is required. (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) When the control panel is located inside a room, the door to the roorn shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98/88 • Phone: (206) 3:75•4404 • Fax (206) 57•4439 December 31, 1997 Mr. Jack Pace Planning Manager City of Tukwila Planning Division 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Tl clllllllc1I ( rowC011lpally RE: Application for Temporary Office Structure Parkway Supercenter - Tukwila, Washington Dear Jack: The purpose of this letter is to formally apply for a temporary office permit. Currently, Trammell Crow Company's management office operates out of Pavilion Mall. Since it is scheduled to be demolished in the near future, it is necessary that we relocate our office. Due to the extensive redevelopment of the shopping center and lack of available vacant spaces, the only remaining alternative is a temporary structure. This temporary office will only be used during the demolition, construction, leasing, and grand opening phases of the project. We estimate that this period will last no longer than one year. During this time the trailer will house all property management, accounting, leasing, and public relations functions of the project. Once all phases are complete, this trailer will be dismantled and removed from the site. The trailer, provided by GE Capital Modular Space, conforms to all Uniform Building Code specifications for temporary commercial office structures. This 24' x 44' trailer will contain up to 4 people on a regular basis. It will be situated in such a manner as to provide adequate car, pedestrian, and wheelchair accessibility. Five parking stalls and one handicapped stall will be reserved for the sole use of its occupants. Utility accessibility was another determining factor in the trailer's placement (please refer to the section entitled "Utilities "). The trailer's sewer system will be plumbed directly into Parkway Plaza's sanitary sewer line as shown by the area highlighted in blue. The power and the phone hook -ups will be wired directly into the trailer from the areas highlighted in orange and purple respectively. Water will also be plumbed directly into the trailer from the area highlighted in green. Also enclosed for your review are a set of plans which contain all of the specifications, floor plans, elevations, structural drawings, and mechanical drawings for the 24' x 44' trailer. We would be happy to provide you with additional documentation or clarification in order to aid in RECEIVED CITY OF TUKWIIA 17900 Southcenter Parkway Suite 279 Tukwila, Washington 98188 206 -575 -8090 JAN U 9 1593 PERMIT CENTER CENTER . r. RECEIVED 0 9 OF TUI<WILA ‘,1998 January 21, 1998 City of Tukwila Department of Community Development Steve Lancaster, Director Ms. Ann F. Klein Trammel Crow Company 17900 Southcenter Parkway, #279 Tukwila, Washington 98188 Dear Ms. Klein: SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Numbers D98 -0003 Parkway Supercenter - Temporary Trailer 17500 Southcenter Py John W. Rants, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 8, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division must be met. Building Division: Contact Ken Nelsen, Plans Examiner, at 206 -431 -3670 if you have any questions regarding the following comments. 1. Engineered details for anchors in asphalt with calculations, noted on note #2 under soils anchor is required. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax 1206) 431-3665 P JAN 29 '9609:44 • bear Ken Nelsen, This letter is written in response to your popcorn regarding the soil anchor detail on Trammil'Crow Company's permit application drawing: OW engineered drawings use the left "Soil Anchois" as a general ''name since our mobile offices are piaced �n wide variety of surfaces. Trammel Crow CoMiieby's .". teMporary trailer site will be an asphalt sutface and soil subsurface. The approved enginee ed soil anchor .." is a "cross drive tie dowif. It will be GE Capital Modular Space's intent to use the "Soil An hors" depicted on the engineering drawings submitted by Ms. Ann F. Klein and Eric fRagde of Trammel CN w Company,' Attached are the design load's for such soil anchors/tie downs. 8725712 : PAGE. 02 February 12, 1998 Ms. Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Permit Number D98 -0003 Parkway Supercenter Management Office Dear Kelcie: 17900 Southcenter Parkway Suite 279 Tukwila, Washington 98188 206- 575 -8090 RECEIVED CITY OF TUKWILA FEB 1 21998 PERMIT CENTER In my recent meeting with Joanna Spencer of the Public Works Department, she requested additional information concerning the utility hook -ups for our management trailer. I have enclosed two site plans and a floor plan outlining the hook -ups for domestic water and sewage for your review. The domestic water line will be run off of a pressure reducing valve connected to the water meter (Rockwell #1286697) as shown on the enclosed site plan. The water line will be a 1" copper line placed 2 feet below grade and backfilled with sand and gravel. The length of this line will be approximately 93 total feet. Sewage for the trailer will be in the form of a holding tank. This tank will be placed directly underneath the trailer and connected to its internal sewage line. This tank conforms to all specifications and regulations for the purpose intended. It will be pumped on a weekly basis along with the other holding tanks on -site. A service hatch has been placed on the trailer's skirting in order to allow for easy access to the sewage tank. I realize this submission does not allow you enough time to adequately review our proposal. However, I would sincerely appreciate your consideration in granting us a Temporary Occupancy Permit effective Monday, February 16, 1998. The reason for our request is due to the fact that Pavilion Mall, our current management office location, is scheduled to begin its demolition phase next week. In exchange for your accommodation of our request we will make any necessary changes or revisions to the trailer as directed by the City of Tukwila. Ocil--0003 I appreciate your assistance in addressing our request for permit approval at your earliest convenience so that we may occupy the trailer. If you have any questions or concerns please call me at (206) 575-8090. S incerely, TRA MMELL CROW COMP anuary 21, 1998 Dear Ms. Klein: C City of Tukwila Department of Community Development Ms. Ann F. Klein Trammel Crow Company 17900 Southcenter Parkway, #279 Tukwila, Washington 98188 SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Numbers D98 -0003 Parkway Supercenter - Temporary Trailer 17500 Southcenter Py John W. Rants, Mayor Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 8, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division must be met. Building Division: Contact Ken Nelsen, Plans Examiner, at 206 -431 -3670 if you have any questions regarding the following comments. 1. Engineered details for anchors in asphalt with calculations, noted on note #2 under soils anchor is required. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4,31-3665 o ,w • ,o,x EkPARpwom O r 2719 FEB•-20 -98: RI 10;36 AM SIERRA CONSTRUCTION for the St of Washington N/ MI////// //////!// I//!//!/ I/// I/ I//////// N/// I////Ii///// iN//// i/ I/ I/ I/ II NI////////////I//////// I//// / / / /I / // /I/ / / /N!/ /.i / / / //I /ii// / /iM - / I / IH •f/ /l //i DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A FEB 20 '98 10:41 ' • - • •• • • Y. • • / 7 ' • SIERRA CONSTRUCTION CO INC 16715 NE 79TH ST REDMOND WA 98052 STATE OF WASHINGTON ra25•o62a02 13.92) 1 425 885 4330 PAGE.02 UUNCAN C'.iASNTUCK DAVIDSON. TRUCK: TOW 22419 bdTH'AVE S KENT UNIFIED BUSINESS 1U O: 601 091 928 dUSLNESSID O$ 001. .LUCATtUNI O0U1 01)29/1998 12:08 253- 946 -2132 1 1 offe1ffY that the above • UNEMPLUYMtNT INSURAI • fKADE. NAME REGISTRATION . •.: Olessier. Derweven1 INDUSTRIAL INSURANCE TAIL *Efi1ST,UT IUN OUAIITMLNT Of LUCIMi1NN, OUOINUOO LICENSE summit OLYMPIA. OA N/0/ Ty % Inre 00 12061 753-401 4 I Lv>j L4 S F•CH r' E I LOCKSET OTHER 1 PASSAGE PASSAGE PASSAGE t '•T I t NOTE 2 NOTE 3 F - 2 L 4 ! N.M. FRCH WOOD H. . WOOD P • IV CY NOTE 4 5 •: • • 3 6 WOOD E►�- 1> MEZTLI 3 JOB NO. 95197 ..- _ 9520_2 _ A& 3 2 C 12 x 44_ 101A. SIZE 24 X 44 STOQS. DESIGNER OFFICE TOTAL SQ. P. _ 1056 DI '.. " N tn'.B S _ __ LOCATION BOISE, ID. R : HA.RRY KEEF PHONE NO. 208 Ri (1 .,IPAN I STOCK 'O COUNT) STATE OR WA ___ ASNIFiCATION , AN GROUP 8-2 TYPE OF CONS ?. p :PANIC` LOAD 100. SQ. F ?. PER PERSON 4 LOAD DEAD 10 LIVE_Q WIND 90 MPH[EXP.B F 10AD 50 PSF /SEISMIC ZONE_ 3 :Eti.' D!EE WINTER �Q_ DEG SUMMER 20 DEG O. 61 BY OTHERS OCONCRETE 0 CONC. BLK. TRANSPORTING CHASSIS YF 16 CI OSSMEMBER /OUTRIGGER El PERIMETER 0 SKID n„`. _ONE MINA -. MEMBER IT ' JR 1 -BEAM kC!EAe M-'• RS -- 014 0 GAGE EACH ®g 9511 0.C. - 013 0 GAGE EACH O 96 "0 0.C. • °, -" tC ° AP� ° OVERSLUNG 0 UND TIRES QI9 PLY 010 PLY E112 PLY BRAKE SYSTEM 12 VOLT ELECTRIC NUM. OF AXLES. BRAKE , . IDLERS 0 CH MEIw3ERS- -TYPE if STO. BALL LI 0 FIXED : III DETACHABLE • *iT1NG- - ALL MEMBERS TO BE COMPLETELY COATED Writ ANT, —RUST PAINT TO BE NEW FLOOR CONSTRUCTION • ;O0C ':S-S W/ NOM . 2x8 EACH 0. :#)16" El O.0 t?a11 SF z , CO AND BRIDGING. W/ NOM. - ' 2x8 LUMBER GRADE #2 DF /L .. MATERIAL $/8" T&G PLYWD. UNDER Sri ATHING MOBILE FLEX - NOTES. j:) ENTRY TO HAVE TAPPERED 2x8 SLOPED TOWARDS THE OUTSIDE W/ E.P,D.M. RUBBER SUBBASE _LIND :• . li:,• . FINISHED FLOORING NOLOCAT^ON TYPE ME f 1 RESTROOM T 1, . , . R■ _ 2 ' REMA. +0ER CARPET DIA -MILL " • 3 ENTRT IQ CARPET WIWS. STD I R r5: ( SHT. VINYL: #57018 1 ti AY (2, CARPET: (20 OZ) ROCKY POINT j007 SMOKE 4OULDINGS WALLS V.C. BATTEN AS REQUIRED SUSP.ENQED 045 4" ViNYt W/TO BURKE #864 MIST S VINYL BASE WJTOE BURKEJ664 MIST GRADE _ WINDOWS PAINT GRADE (1 ALL Vt OD TRIM TO BE PAINTED _.#$W123.3 Tf $W1Z3,3 :EW GRAY (25 CORNER UOLDINGS TO BE ONE PIECE TYPE ONLY PROVID Y.C. 1.5` - 13 ONLY O CORNERS ;:qa- 0003 GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS COLOR NO 1 NOTE 2 I SMOKE INTERIOR WALL FINISH LOCATION T MATERIAL y TCOIOR_ THROUGHOUT 5/8" V.C.G. TYPE X` (NOTE 1 2 R.RM WAINSOOAT___ 1✓8'KEMLITE PER UBQ WHITE __I _ , 5 I — -- - -- -- 4 -_ 6 -E -- NOTE S: (1) _ 5L V.G.CC_ CQL_9RLjLT- 503_J•IAMPION. GRAY _.._. EXTERIOR WALL CONSTRUCTION V 00D STUDS W N !v!. _2X4 © III 1 ❑____!,y. TOP & B1M PLATES SPLICES & BI KG W/ NOt.' LUMBER GRADE SPF STUD /STD & BTR PL EXTERIOR SUBSHEATHING N/A ____ EXTERIOR SIDINGS /16" L.P. INNERSEAL (4°14 /C.SROOVES) (2) EXTERIOR TRIM 1X4 & 1X6._,CEDAR�IMJ.N __ COLORS -- SIDING SHERWIN WILT AMS DRIFTWOOD TRIM SHERMAN_W11.1.IAM _1ROl1WODIX. MATCHING SKIRTING SiZE N/A AMT ._ COLOR_ _ _ INTERIOR SUBSHEAK HING NA CEILING HEIGHT B T-11'13 NOTES (2) ENDWALLS: FASTEN 7/16" L.P. SIDING W /Sd 0 4" 0/C 0 EDGES & 8" 0/C O FIELD SIDEWALLS: FASTEN 7/16' LP. SI 1NG W 13d 0 4 O/C 0 .ED(sES & 8" 0/C 0 FIELD (3) HEADERS: 24 , SPAN :,USE(Z)2x4 'W/1/2 PLYWD FILLER ILLER 124 SPAN, USE(Z)245 W 1/2" .,}'LYWD FILLER (4) CHORD .'SPLICES: USE = '(9)12d "MILS EACH , SIDE Of SPLICE 5 BOTTOM TRIM 1x6 CEDA$ ALL DIHE$ - -TRIM Ix4 CEDAR TRIM 7 SGL TOP PLATE F I AN FOR INT. & EXT, COLD NOTES (9) INSTALL IMPSON ST22 0 AU. WINDOW _KING STUD ANA CORNERS OF FRflNT k RFAq :ENDWAI I S ONLY • d INTERIOR WALL CONSTRUCTION FRAMING - LUMBER GRADE SPF STUD /UTILtTY GR _PL PARTITION - WALLS W/ NOM. 2X4 , 0 16' P. SHEAR WALLS W/' NOM ®O 16` PLUMBING. WALLS W/ NOM. 2X6 !0 6124' �. SUBSHEATHING" N/A ROOF CONSTRUCTION (.30 lb LIVE) FRAMING W/ NOM. 2x10 #2DF JOISTS 0 9224" C LONGITUDINAL BEAMS 1 - 1/2x24 MM /L BEAMS SUBSHEATHING 7/16" 056 PLYWOOD (NOTE 1) MAT. 30 GA GALV STEEL (WHITE GOOLSCAL) CEILING MATERIAL SUSP- T -GRFO/ WHITE (2x4 .lA -1j EAVES - - -. ENDS DESIGNER. 24 MANSARD (3 SIDES DESIGNER MANSARD W/ 2x FRAMING ;41 le-0/C GUTTERS & DOWNSPOUTS MINI 0 EXT DOOR !1 •C&,L___ ROOF VENTS 12" CIA. - LEIti. PER MOD. NOTES: (1) 7/16 SUBSHEATHING ; DQES 0 0' 0 T 8" WG 1C 1 - .75" N.C. _TAPS 0 6'' OJC .0 BLDG. PERIMETER - 0 6" OJC 1� PANS EDGES - 0 -12" 0/C 0 PANEL FIELD 2 USE (5)124 PER CONN. AT JOIST TO RIMRAIL MANSARD FRAMING TO BE 1 O.C. Q MANSARD SIDING COLOR: SHERWIN WILLIAMS 'IRONWOOD :SOFFIT MATERIAL 3/r MIN /SMOOTH /PAINTED DRIFTWOOD INSULATION LOCATION f R -VALUE THIc_KNESS IA TERRRiAL _____ FLOOR R -22 T KRAFT FACED CEILING __1 R -19 e F5K -2 ./FOIL FACED j EXT. WALLS R -11 3.5 KRAFT FACED f1)_ T J. WAt. LS _i R -11 3.5' SOUND INSUL: __ _ NOTES DI R -11 FSK -25 INSUL. C FRONT ENE/WALL ONLY DOOR SCHEDULE NOTES (1) EXT. e • :. 1 7 HINGES: HAGER 1BB1279NRP 4: x4. CLOSER: PORMA j64I (H /C) (ACTIVE DOOR ONLY) • IATCHSET: PDQ4SK -126 PASSAGE LEVER SET(ACTIVE_ DOOR) GEADBOLT: POQ jKR -137 KEYED OUTSIDE /BLANK INSIDE _(. L 6`• _ 71 : LI:+• l' 1 " EIQOR TO REMAIN 1►4LQCKED DI/RING BUSINESS HOURS) INACTIVE DOOR: AUTOMATIC FLUSH MOLTS /ASTRAGAL STD WEATHERSTRIPPING THRESHOLD, DOOR BOTTOM_ (?) :XT: DOOR 42: 1 .75' 2OGA DOOR/184A STL. FRAME HINGES: HAGER #B$1279NRP CLOSER: DORMA 1641 ' WC), . LATCRSET: PDQ'#SW -126 PASSAGE LEVER SET DEADBOLT: PDQ #KR -137 KEYED BOTH SJDES(K /A W /MASTER) F I Is I PROVIQE SIGN: <'THIS DOOR TO REMAIN' UNLOCKED PLUMBING DURING BUSINESS HOURS) STD. WEATHERSTRIPPING, THRESHOLD, DOOR BOTTOM `IANDiC,�'Pr_D DESIGN -- III REQUIRED ❑ NO' REQUIRED T . ",• ` AI T _ H -1 li L NCH DRAIN LINE MTR _ ABS SUPPLY LINE MTR. TYPE M CU. `FIXTt1R TYP V LVE : WTR. CL STD. 78'�H7C- R.H. SLAV. S INK OS. STD WALL HUNG C D/F (HICLNTA BAR SINK STD. 15" x I5' S/S BAR SINK Fg+l ,STD. W FR 4 x 4 TATCHSET: PDQ AR-126 PASSAGE LEVER SET (2 EA) EiXED 35xa0" " is ifl' PANELS IN __FRONT OFFICE 'ONLY. (SAFETY GLAZED) (4) INT. DOOR 14 1 -3 /8' PAINT GRADE BIRCH PDQ'/AR -176 1'IYACY'EVER SET OCCIWPIED INDICATOR QIO THRUST) le •. .Li r P, 'I'll' :- . _ :4• — la" .WINDOW=SCHE DRAPES /BLINDS- -STYLE NA NOTE (f) WINDOW -0 ENTRY TO BE SAFETY GLAZED ELECTRICAL ToTA LOAD 't2CF/240V :_200 "AMP ._L_ PHASE- H.B...2®.J.M P PAID EXT. ' 1iR!,ACE MT.._ . BREAKERS: SNAP ON TYPE . SERVICE I UKRGROVND :B OVERHEAD WIRING' I d• •P • ONMETA C H ATHE• ABLE El COPPER THHN WIRE IN .0 FLEX la EMT CO D. D COW: MC CA9 .E "LRETTS ITYFIE AFT !STD, DUPLEX - GROUNDED 4 2 �r,,+� ,STD. DUPLEX GROUNDED WP= 9 1WLATHER -PROOF CFI DUPLEX GROUNDED N4A LIGI TYPE I FC I , DOORS NISH WALL MT. EXT. LITE (78W) NA NA CEitirl ' . 2X4, 2 ..FF 7ROUFFER 50- I LJTHCNIA '12GT240Al2 50 J t -FANT =LOCATION , tl.E CFI4 e ;RESTROOM _,LG` -MOUNT (T4M/LETE ) 100 (VEIRL3NE ° #V -2249) S14:AKE DETECTORS' - -TYPE NA (1)_ PHONE 80X: ROUG -IN 4 SQ. BOX W/ 1/2 CONDUIT STUB ABOVE CEILING ONLY W/STD; COVER PLATE.13 A.F.F,) ((2) ALL. -WIRING TO BE IN ROMEX e3) PROVIDE HEAT TAPE OUTLET IN RESTROOM - -- (4) pRQVIOE (1 EA) DEDICATED OUTLET 0 EACH OFFICE (SEE SILT. 45) _ SEPARATE PERMIT REQUIRED F9I: 0 MECHANICAL ❑ ELECTRICAL 0 PLUMING ❑ GAS FIFW CITY OF TUKIVILA Buii.D WG MASON HEATING AND A/C YPE (2)WALL MOUNT HEAT/PUMPS TO MATCH SIDING I:A111 G- HEATING_ - 341 - 314 BTUH 1Q KW 1350 GEM COOLING 3Q.QOQ BTUH _ 2_5 TON 0 .35 CESP P,MOS ?A1 TYPE_ W1fITTT� RQPOEg #$703 - PROGRAMMABLE T -STAT 0 4e AFF ' ,- 1 4 -'_LOCAI14NI SIZE MATERIAL REG. SIZE _S.UPPIY CEILING 120x8 _ 1" FIBLROIAS5._ 24x24 _RELuR1.1 UP&OVER j . _ _ 1 . 2 " _ 24x24 NOTES: APPLIANCES A�ELiANCE TYPE SIZE w_TR. HEATER STANDARD ELECTRIC 6 GALL ■ L I NOTES: P_ROVIDE WATER HEATER BY -PASS AND DRAIN FOR. WINTERIZATION (2) PROVIDE CAPPED TEE 0 W/H FOR FUTURE EXPANSION TANK 1.6GAL FLUSH NOTES (1} = AVY .FAUCET : - : 149P4 44696 5GL. LEVER(2.SGAL/MIN_) t21 SINK FAUCET: STA. GOOSENECK WEEVER ' HANDLES (3) fiKtvloE SI %JT -OFF : VALVES O ALL FIXTURES SHELF ADJ. SHELF R/R ACCESS Tiff SIZE GRAB BARS S.S. 36" 42"_ (SEE PLANS) 1.25 MIRRORS ABOVE LAVY SINK 0 40" AFF , 18236 W. C. PART I N URINAL SCRN NA T.P. HOLDER STD WALL MOUNT 0 19" AFT NOTES: (1) 3J! PARTICLE BD: V7 COLOR: WILSONARTAID381 -6 -FASHION CRAY (2) CLOSET _PACK 0 .48" AFT -- SHELF JO BE J R W /HOT DIPPED STIC C1IAT1NG E3 EA SHELV S •W SHELF '.STANDARDS PAINT TO MATCH 1 ALA '' LEAR- SEALANTS TO B PAINTABLE TAGS FURNISHINGS MISCELLANEOUS CPY Ftt� O understand that the Plan Check approvals are s.,,elect to errors and omissions and approval of pions does not a ethooze the vu,lation of ; 3n• adopted cods or ordir :once. Receipt of con- \ 'tra ctor`s copy of approved pians acknowledged. By Date Permit No D98 -0003 NOTE 2 Idiom:TIT, ' �� SEE SHY. #2 SEE SHT. #2 r M COD CLOSET PACK SEE SHT. #2 CLOD SUBMITTALS BEING USED C] YES DC NO R ECIVED CITY N- E MILA PERMIT CEP•: r y y 42' cS) 6 6AL. W4 D0,16AEINET " 24- - - 9-oo3 4 . 24" 4 25 38 I 11 \ ;'s E/V P AD.1 SHELVES ,/SHELF ,.. (pAif, CL.,4•2.Asr7 ()2x4 GOW4 4 .2 Fp 4 BEARINS OLOCK REt? • OFFICE - .LAPPET L. ...cdjr=kbergattiailit ALE, 5/8" i • 12' CCXATER TOP PARTICLE SD_ PLASTIC-LAM F‘NIfii C.,OL LsoNART so381 FASHION GRAY" BASE CAEINET OVERHEAD 3/4! PARTICLE D. FLA5TIC4LA FINISH C•OLOR. fNIL.SONARr .038f-6 FASHION 6RAT' 24-4' FLOOR PLAN • • .36,80' FIXED , 5 LE <IT re...PERE SLASS IC; (TIP OF 2) (I) COLi.g-1N *2 ,V2x6 EsEARIN6 BLOCK ATTACHED TO M.L. :4/(6)12d TYP oF 4 - (2)2x/3 I/2 TILLE SAFFrr 6LAZE3).• 5CALE,1/4"I' 0* SI-2" a 0 1 14 3/47 i 17 Nee i3"-£7 Iv-a* q4 3/E5 4 3/ I0r-5" 4 3/4" 13I--0 I/2 ASrlq LAM. SHELF 4c SILL •n OF 2) OFFICE C ARPET 5/8' 1Th'F'F 'X' 5TP a PLEKJH ( OFFICE CARPET. SERVICE HATER LINES - t 4. if 4 4 3/4' Mt 5 0 3 • TIvii ROOF vENT '4. 34 cRae 3114C .2 „ C 2 HASTE MIER LINES I V, 2' F0K.-25 FOIL FAGEE' INSUL. FRONT END,LALLS OX NI '40TE. FoRtZ0eir... eckSrE SO41,E0 LOOSE I IRSTA.12 ON SIT 3 01NERS 2' T1III-ROoF VENT NT5 - ow-3 1.; 9 2 I t 142 RECEIVED CITY OF T'SKWILA PERMIT CF_NTER. .4E C3) • (5)12D • EH •. THOD. ONB f3LO, EDGL-5 0 -0" • EA GH END I.' EN INANI9o,1 34 N C 5T A.LES a t (34 e • PAN ET,,f 1 •ANt iFD '>•-• , SEE NA NG PA DN SC,1-4EDJLE BELOW FOR rt-..:..ESSARY CONNECTIONS x 4 FLATS (STE: . 5TR.) • 16 .0/C. '12' X 14 STRAP NEW a EAU- LORAER llx LP. SIDiN rit". • OL FRA,N4 2X4 h3OTT01-1 PLA (E- FASTENER 561-1EDULE DBL_ OR .r>ISTS AT ENDS, FASTEN 4 c 1J . 41; • 24' O.G. t301 SIDES H1/ADPES1VE , FLOOR R,- RAIL TO FLOOR JO FASTEN r445A24 ENDH4ALj._ TO FLOOR FASTEN 1 • 6' OL. ixs (306A)SAL V STRAPS • ALL - N6sr , ,..os EVERT' 011R 16' ETV-FAST b6- nC, STAPLES 0(6EA,))N H4ALLST`JD/ AEAtE NoTTo, PLATE/(EA)N1 FLOOR DESL JOIST ENDA.A_ TO 5:1,5 L. FASTEN H1/(12a o E 0.C. :SEA: 7D c A9 OVERLAP VSTRAP -(4 EA) t (12 X ($SA) STAPLES * EACH END OF IVREA (TYP) 1/2• X 161`306A) STRAPS • EACH UPRISHT Fe MANSARD OVRRDANG DETAIL (FRONT VTR 5 DEC, JO FASTEN. (LNLD6 PERINETER PANE: F-C-SES ,N/CIOYTH-liST NAILS 0 6 OL.. et 1,C STAPLES S 0.C. SiD85,4,..L TO FLOOR FASTEN H4/(1.24) • (5' OL NDALL (30GAJSALV STRAPS • ALL t EVERY (7:1-ER X5' STUD-FASTEN HO:66A• W.C.. STAPLE 0(6EAP4 kOLLSY,10/ nEA),N E/GTI0,1 PLATE(6EAAN FLOOR 42114 RAIL • fOENA,L R'MPAIL e 4. a, S (NOLAiSALV STRAPS • ALL EVE OTYER lb' STLE2-FASTE, Hi.:(16C4A.. 4D(3EAJN RiHfRA.(L AE/VAN r•LALL. ToPF, /-",EJ(3EA)th reALL ST1.1G• StVEINALL TOP PLATE TO STUDS. FASTEN NAILS D c 78 Da)3 I I/2 "x (4Q6' STRAP EIENT' • EACH CORNER 0 _ 2x1r3 J0 • 24" o L ( 12cLCONN /A6' LP. INNERSEAL 51DiNG Hi/ OL. EoRDOVES FASTEN 4" 4 8 O.G. CONNECTION DETAIL to o/c 1 STRUGTIRAL 1A1001, SIDING ALTERNATES #1, *2, #3 (FOR WDEWMPL1AN&E ONL() Al_. tKNATE *I HASONITE Ot-IN04001) SIDING (4' GROOVES 0/6) EXDriALLS, 3/8 SIX31-4EATHING BLOCK ALL ED6ES- FASTEN Sitr 14'04 6A/I 3/4" N C STAPLES 4" I 12" Ott - FASTEN SIDING Y.14/301) • 4' I 8' 01G SiDEInALLS, PAS SIDING wed) • 4" 125 - 01C, ( NO SUf3sHEATNNG REaEREP ALTE *2 5/5" T1-11 SIDING (4' GROOVES D.C.) sLoGic ALL EDGES ) ( 9/f39-1EATH/NG REQUIRED NEANALLS FASTEN 5/13" TI-I1 SIDING (4'' 0.0) r{/5c1 NA1L5 • 4" 8 12' O.G. - DIDEPIALLS. FASTEN S/e TI-11 SONS ( 0.C. istraci NAILS C 6" 4 :7 DC. NTS treS 3S FLATS (SFFi STD. CV I5TR) il/TH 121:2 16' 0/C 50 SA. SAL, ETEEL Roor — 1/16* ONE ROOF SHEATN1NC. Dr 2x10 JOISTS • 2A" OL R-I4 F5l,•25 144.EX4.1 FACED/ -- 11(11 I 110 FA 25 'NSULIFOIL FACEPI 2H/4 - 7A6 LP. 51121H5 FAST154ED H4/ Tp b' 42' CMG 1/16 LP. 5:321.6. 1SIDB5ALL, • (2EA) 12D HAL5iTYP) 2 X -(14-F. • PLYYV. 13F_AM kDIST HANGERS I 1/2. PO5 TOP kATE CHORD SPLICE XTS IL 7 clq I/2" 11 1111111111110611111111111 7x4 LEDGER 1 NAILS 0 6" OL 505 T-64 ID CC IL INS 21 1/4" . NOTE , 1A6 0S8 ROOF SrEATIu145 21 I/4" BUILDING SECTION "X .1' • reliloW1,14 1,6 2' X 6' IN.F2.3 64 EA) II/2" X 066A1 STAPLES • EACH eV OF 2 X 4 PLATs (306. (1)2e6 BEAR/N6 sLocK A1TACA4ED 2' X 4" FLATS IST/2/STR) • re oic &ALV STRAP5 TQ MICRO LA r4/ fb) (2d lerIIANZABILAISIMAtiCASTAllaTOEMBa_ •%2TE, 3//5"cOX PLTY.D.R00 sicAmues 14 . )(TS I/2° x 2 MicRo-L4' I EACH MODULE - 2.4 LATERAL BRAUN, • 0/C. it • c".OLIMN LO,ATIOP.tS X (STO/STR) • 24" oic - 2" x 4 LED6ez /STD/BTR) Y4/120 • 16 0/C- DETAIL 'A' EXTERIOR GOWN PLYHID RR! SAC IRK 2 MANSARD HLITA6' SEE 2x4 LEDGER FASTENED L f 1NNERSE.AL SIDINS he-4 DC GROOVES FIBERGLASS FALT ,07 • b' --- • 21e DEL. R.im RAIL 27,6 1)F/L *2 FLOOR JOISTS • 16• 0 R-2ZINsuL. (KRAFT FACW) Sir TIM PLYWOOD MOBILE FLEX-X. 1-15U-Ai .41 1/2" 11'-10" •2 -FULL HST. ERR HALF .USE (212x4 SPE 10' PLYND FILLER moot* WADER DETAIL NTS • 2i I/4" DETAIL "Er INTERIOR COLUMN I 1/4 NOTCH FOR VENTILATION T/!E U F 114.4ER5EAL SIDING •4/ Or; GROOVES 2X4 STUD • re ac. ----- 5/6' V.C.6. TYPE 'X' (HAMPTON GRAY) S-Il 1NSUATION (KRAFT FACED) — 2X4 55L. DOTT014 PLATE 2x0 53L. RIM 9A1L 4 g Sn-PsoN ST022 0141-40 NAiLs_ I, •OP TOP I S01T4 (JP GOUI t•tODLIt•E 44T5 -- 23 5i TOP PLATE 24' mioR0.LAt-1 BEAM CO EACH MODULE . U (21 2X4 SPE - ix/ 1/2 FILLER POOR HEADER DETAIL Dcle-oo03 MODLit4E 00LI1414 DETAIL - • - • 95 U) a • 9 4 C a A RECEIVED CITY OF TUKWILA PERMIT C.',ENTEP 3_ 6A. 6AL V. STEEL. ROO EIMM N111111111IIIIIllIIIIlllll llllllllIIlllllhIIIIII II IIIIIH1OIIII11111111 1II1l111111111I11111 h IIRIIIIIlll111llhIl lhIIDhIIIIIIllhIUI lHI IACTT EN r7 ELEVATION EAST END ELEVATION S .A.. (/4 -C' =.LE: 'G - I mMnniMni1ni1nnmuii11 1miinm11mmm111uifinilr II 11 111 11111111111111 M111111110111ifilffiffillffiffilliffillit 1111 1101 1111111111flllll1111111111111111111111111111111 11111111111111111 i Ya _ M OE 11111111 a x`11111111 11 111 tilhilili 11111111 24' DESI -R MANSARD j - 1/i&' L.P. INWRSEAL . I I4' G.G. GROOVES 9E3-0003 t't -0003 RECEIVE CITY OF TUK WtLA PERMIT CENTER * LEc'ENt NOTES 2TO Dce8- 2 x4' - 2 TUBE DIFFUSED d RECESSED LITHCNIA #26T240 -Al2 STD. CEILING MOUNTED FAN/LITE COMBO v 1) 60 WATT BULB - 100 GF?-t FAN STD. EXTERIOR FIXTURE WJO) 751 BULB - MILL FINISH W/ PHOTOCELL STD. 5IN6LE POLE SWITCH 0 48" AFF THREE -WAY SWITCH ® 48" AFF DUPLEX REGEPT. 0 15" AFF UNLESS NOTED OTHERWISE GFI DUPLEX RECEPT o 42" AFF UNLESS NOTED OTHERWISE WEATHER PROOF BFI DUPLEX RECENT ROUGH -IN ONLY 4 50_ BOX NJ 1/2" CONDUIT STUB ABOVE GEILINCi W/ STD. (-OVER PLATE. FLOOR MT PHONE/DUPLEX REGEP"T COMBO 200A 240V' SINGLE. PHASE MB. POWER PANEL ELECTRICAL PLAN *4 6Rcuw 1 -IMAM TO 1 - BEAM SCALE, V4• :I var.�e uorHo MO ANA WO P - io8n -2,—E !! "' 1C3 8silaummo wirtmammorma W ss�r i mar! nn�lm ®�s11�oea nov03aa>•aW5�ao ru atai}]�ir_��0C�@7 ru saloe oaoa i7ooaalao10aaaaiai� irmommomunsows anummiummilmmos esaeo�suiin nwerielimeTrenrarm 0 aamf usn CIMMINIMINIONMEIZMNI Iaaaiaao�3E] alt® 11111•1111111111111111=1•111111111111/11 oasaaa -1 I ii>t000© w!�r ��!♦� © io�� " io ' Z ' i� �� M*3 IM w • TA. MM `O • ]Drib M*n Lila .1311,•!b �cra*.aL.«iQ+bR wnlr sw!•At2 M. MTra • uo WW019 DP1E Dqa. Dc03 :S E- w )t_c H INN r Z t N N oCito RECEIVED CITY OF TUKWILA PEFMT r.c